CN110158922B - Automatic net hanging device and method for concrete and masonry structure joint position - Google Patents
Automatic net hanging device and method for concrete and masonry structure joint position Download PDFInfo
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- CN110158922B CN110158922B CN201910399458.1A CN201910399458A CN110158922B CN 110158922 B CN110158922 B CN 110158922B CN 201910399458 A CN201910399458 A CN 201910399458A CN 110158922 B CN110158922 B CN 110158922B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0885—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements specially adapted for being adhesively fixed to the wall; Fastening means therefor; Fixing by means of plastics materials hardening after application
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
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- Conveying And Assembling Of Building Elements In Situ (AREA)
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Abstract
The invention relates to an automatic net hanging device and a method for a concrete and masonry structure joint part, wherein the automatic net hanging device comprises a moving trolley, a lifting device, a cantilever, a machine head rotating device, a cement mixing extrusion box and a glass fiber net laying frame; the cantilever is arranged on the movable trolley through a lifting device, the cement mixing extrusion box is arranged at one end of the cantilever, and a hinge structure is arranged between the cement mixing extrusion box and the cantilever and is connected through a machine head rotating device; the top of the daub mixing and extruding box is provided with a daub loading inlet, the interior of the daub mixing and extruding box is provided with a stirring device, the bottom of the outer end of the daub mixing and extruding box is provided with a daub outlet, and a daub scraper is arranged at the daub outlet; and a glass fiber net laying frame is arranged above the plaster outlet, and a machine head consisting of a plaster mixing extrusion box and the glass fiber net laying frame can integrally rotate between the horizontal direction and the vertical direction under the action of a machine head rotating device. The invention can finish the laying and gluing processes of the glass fiber gridding cloth at one time, has high construction quality and high efficiency, and greatly lightens the labor intensity of constructors.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an automatic net hanging device and method for a concrete and masonry structure joint part.
Background
In order to prevent the common long crack of the plastering layer caused by the different expansion coefficients of the base layers made of different materials, the anti-cracking reinforcing material is paved on the surface of the joint of the base layers made of different materials, at present, a manual net hanging mode is usually adopted before the plastering engineering construction, but in the actual construction process, because the responsibility of constructors is not strong, the problems of missing hanging or irregular gluing after net hanging often exist, the due anti-cracking effect cannot be achieved, the crack phenomenon exists after the plastering engineering construction, and the difficulty is increased for the subsequent decoration engineering.
Disclosure of Invention
The invention provides an automatic net hanging device and method for a concrete and masonry structure joint part, which can finish the laying and gluing processes of glass fiber gridding cloth at one time, have high construction quality and high efficiency, and greatly reduce the labor intensity of constructors.
In order to achieve the purpose, the invention adopts the following technical scheme:
an automatic net hanging device for a concrete and masonry structure joint part comprises a moving trolley, a lifting device, a cantilever, a machine head rotating device, a daub mixing extrusion box and a glass fiber net laying frame; the cantilever is arranged on the movable trolley through a lifting device and can vertically lift along with the lifting device; the cement mixing and extruding box is arranged at one end of the cantilever, and a hinge structure is arranged between the cement mixing and extruding box and the cantilever and is connected through a machine head rotating device; the top of the daub mixing and extruding box is provided with a daub loading inlet, the interior of the daub mixing and extruding box is provided with a stirring device, the bottom of the outer end of the daub mixing and extruding box is provided with a daub outlet, and a daub scraper is arranged at the daub outlet; a glass fiber net laying frame is arranged above the plaster outlet and comprises 2 supporting rods and a rotating shaft, the rotating shaft is detachably arranged among the 2 supporting rods, the glass fiber net rolled cloth is sleeved on the rotating shaft and can rotate along with the rotating shaft, one end of each supporting rod is connected with the rotating shaft, and the other end of each supporting rod is connected with the plaster mixing and extruding box; under the effect of the machine head rotating device, the machine head consisting of the daub mixing extrusion box and the glass fiber net laying frame can integrally rotate between the horizontal direction and the vertical direction, and a daub outlet faces downwards when the machine head is positioned in the vertical direction.
The lifting device is an electric spiral lifting device, a hydraulic lifting device or a manual spiral lifting device.
The movable trolley consists of a trolley body and wheels, and the wheels are arranged at the bottom of the trolley body; two sides of the vehicle body are provided with lifting slide rails, and the cantilever is correspondingly provided with a slide block matched with the lifting slide rails; a plurality of control buttons are arranged on the vehicle body and comprise a lifting button, a rotating button and a stirring button.
As shown in fig. 2, the handpiece rotating device includes a rotating motor, a small bevel gear and a large bevel gear; a rotating motor is arranged in the vehicle body, an output shaft of the rotating motor extends out of the vehicle body and is connected with a small bevel gear, and the small bevel gear is in meshing transmission with a large bevel gear arranged in the middle of a rotating shaft and drives the rotating shaft to rotate; the both ends of rotation axis respectively with locate the fixing base fixed connection of daub mixing extrusion case both sides, rotationally be connected with the rotation seat of locating the cantilever both sides respectively simultaneously.
As shown in fig. 3, the stirring device is composed of a stirring motor, a stirring shaft and a stirring blade, wherein the stirring blade is arranged at one end close to the cement outlet.
As shown in fig. 3, an inserting plate is arranged at the plaster outlet, and the plaster outlet is closed or opened by the vertical movement of the inserting plate.
As shown in fig. 3, a spring pressing device is arranged between the supporting rod and the outer wall of the cement mixing and extruding box and is used for pressing the glass fiber mesh cloth on the construction surface.
The width of the glass fiber grid cloth roll is not less than 100 mm.
The width of the daub outlet is adaptive to the width of the glass fiber grid cloth roll, and the height of the daub outlet is 40-60 mm.
The automatic net hanging method for the concrete and masonry structure joint part based on the device comprises the following steps:
1) mounting a glass fiber mesh cloth roll with the width of more than or equal to 100mm on a glass fiber net laying frame, and ensuring that the glass fiber mesh cloth extends to concrete and a masonry structure by more than 50mm after net hanging;
2) moving the automatic net hanging device to a construction position through a movable trolley, and filling the daub into the daub mixing and extruding box through a daub filling inlet; the stirring device is started to continuously stir the daub, so that the daub can be prevented from being solidified on one hand, and the daub can be conveniently discharged from a daub outlet; the daub outlet is sealed by a plugboard before the net is hung;
3) when the vertical seam hanging net construction is carried out, a machine head of the automatic net hanging device is in a horizontal position, one end of the machine head is close to a wall body to be constructed, the end of the glass fiber grid cloth is pulled out and then fixed at the bottom end of the wall body, so that the glass fiber grid cloth roll and the plaster scraper are tightly attached to the wall surface, then a lifting button is started, and meanwhile, the inserting plate is pulled out to open a plaster outlet; in the process that the lifting device drives the machine head to integrally move upwards, the glass fiber grid cloth roll rotates along with the rotating shaft and lays the glass fiber grid cloth on the wall surface, and the spring pressing device ensures that the glass fiber grid cloth roll is always tightly attached to the wall surface; then daub extruded from a daub outlet is coated on the laid glass fiber mesh under the action of a daub scraper, so that automatic mesh hanging is realized;
4) when horizontal seam screening construction is carried out, a rotary button is started, a rotary motor drives the machine head to integrally rotate around the axis of a rotary shaft through a bevel gear transmission mechanism, and the machine head stops rotating when in a vertically downward position; one end of the machine head is close to a floor to be constructed, the end of the glass fiber grid cloth is pulled out and then fixed at one end of the floor, so that the glass fiber grid cloth roll and the daub scraper are tightly attached to the floor, then the movable trolley is pushed, and the inserting plate is pulled out to open a daub outlet; in the process that the movable trolley drives the machine head to integrally move forwards, the glass fiber grid cloth roll rotates along with the rotating shaft and is laid on the floor slab, and the spring pressing device ensures that the glass fiber grid cloth roll is always tightly attached to the floor slab; and then daub extruded from the daub outlet is coated on the laid glass fiber mesh under the action of the daub scraper, so that automatic mesh hanging is realized.
Compared with the prior art, the invention has the beneficial effects that:
1) the automatic net hanging device has high integration degree, is convenient to move and use, can finish the laying and gluing processes of the glass fiber mesh cloth at one time, has high efficiency, and greatly lightens the labor intensity of constructors;
2) the machine head rotating device is suitable for vertical seam net hanging construction and horizontal seam net hanging construction, has a wide application range, changes the direction of the machine head through the machine head rotating device, and is convenient to operate;
3) the stirring device is arranged in the plaster mixing and extruding box, so that plaster can be prevented from solidifying, and plaster can be conveniently discharged from a plaster outlet;
4) the glass fiber mesh cloth is laid by the glass fiber net laying frame in a rotating mode, and the spring pressing device ensures that the glass fiber mesh cloth is always tightly attached to a construction surface, and the mesh hanging is smooth; after the glass fiber mesh cloth is laid, the daub extruded from the daub outlet is uniformly coated under the action of the daub scraper, so that the mesh hanging quality is ensured.
Drawings
Fig. 1 is a schematic perspective view of an automatic net hanging device for a concrete-masonry structure joint part according to the present invention.
Fig. 2 is a schematic structural view of the handpiece rotating apparatus according to the present invention.
Fig. 3 is a schematic structural view of the daub mixing and extruding box and the glass fiber net laying frame.
In the figure: 1. lifting slide rail 2, slide block 3, cantilever 4, machine head rotating device 5, cement loading port 6, support rod 7, glass fiber grid cloth roll 8, cement mixing extrusion box 9, wheel 10, vehicle body 11, lifting device 12, lifting button 13, rotating button 14, stirring button 15, concrete 16, masonry structure 17, rotating motor 18, small bevel gear 19, large bevel gear 20, rotating shaft 21, fixed seat 22, rotating seat 23, stirring motor 24, stirring blade 25, inserting plate 26, cement scraping plate 27 and spring pressing device
Detailed Description
The following further describes embodiments of the present invention with reference to the accompanying drawings:
as shown in fig. 1, the automatic net hanging device for the joint part of the concrete and masonry structure comprises a moving trolley, a lifting device 11, a cantilever 3, a machine head rotating device 4, a cement mixing extrusion box 8 and a glass fiber net laying frame; the cantilever 3 is arranged on the movable trolley through a lifting device 11 and can vertically lift along with the lifting device 11; the cement mixing and extruding box 8 is arranged at one end of the cantilever 3, and a hinge structure is arranged between the cement mixing and extruding box 8 and the cantilever 3 and is connected through a machine head rotating device 44; the top of the daub mixing and extruding box 8 is provided with a daub loading port 5, the interior is provided with a stirring device, the bottom of the outer end is provided with a daub outlet, and the daub outlet is provided with a daub scraper 26; a glass fiber net laying frame is arranged above the plaster outlet and comprises 2 supporting rods 6 and a rotating shaft, the rotating shaft is detachably arranged among the 2 supporting rods 6, a glass fiber grid cloth roll 7 is sleeved on the rotating shaft and can rotate along with the rotating shaft, one end of each supporting rod 6 is connected with the rotating shaft, and the other end of each supporting rod 6 is connected with a plaster mixing and extruding box 8; under the effect of the machine head rotating device 4, the machine head consisting of the daub mixing extrusion box 8 and the glass fiber net laying frame can integrally rotate between the horizontal direction and the vertical direction, and a daub outlet faces downwards when the machine head is positioned in the vertical direction.
The lifting device 11 is an electric spiral lifting device, a hydraulic lifting device or a manual spiral lifting device.
The movable trolley consists of a trolley body 10 and wheels 9, and the wheels 9 are arranged at the bottom of the trolley body 10; two sides of the vehicle body 10 are provided with lifting slide rails 1, and a cantilever 3 is correspondingly provided with a slide block 2 matched with the lifting slide rails 1; the vehicle body 10 is provided with a plurality of control buttons including a lifting button 12, a rotating button 13, and a stirring button 14.
The handpiece rotating device 4 comprises a rotating motor 17, a small bevel gear 18 and a large bevel gear 19; a rotating motor 17 is arranged in the vehicle body 10, an output shaft of the rotating motor 17 extends out of the vehicle body 10 and is connected with a small bevel gear 18, and the small bevel gear 18 is in meshing transmission with a large bevel gear 19 arranged in the middle of a rotating shaft 20 and drives the rotating shaft 20 to rotate; the two ends of the rotating shaft 20 are respectively fixedly connected with the fixed seats 21 arranged at the two sides of the cement mixing extrusion box 8, and are respectively and rotatably connected with the rotating seats 22 arranged at the two sides of the cantilever 3.
The stirring device is composed of a stirring motor 23, a stirring shaft and stirring blades 24, and the stirring blades 24 are arranged at one end close to the cement gum outlet.
An inserting plate 25 is arranged at the plaster outlet, and the plaster outlet is closed or opened by the vertical movement of the inserting plate 25.
And a spring pressing device 27 is arranged between the supporting rod 6 and the outer wall of the cement mixing extrusion box 8 and is used for pressing the glass fiber mesh cloth on a construction surface.
The width of the glass fiber grid cloth roll 7 is not less than 100 mm.
The width of the daub outlet is adaptive to the width of the glass fiber grid cloth roll 7, and the height of the daub outlet is 40-60 mm.
The automatic net hanging method for the concrete and masonry structure joint part based on the device comprises the following steps:
1) installing a glass fiber mesh cloth roll 7 with the width of more than or equal to 100mm on a glass fiber net laying frame, and ensuring that the glass fiber mesh cloth extends to the concrete 15 and the masonry structure 16 by more than 50mm after the net is hung;
2) the automatic net hanging device is moved to a construction position through a movable trolley, and the daub is filled into a daub mixing and extruding box 8 through a daub loading port 5; the stirring device is started to continuously stir the daub, and the stirring device can prevent the daub from solidifying and promote the daub to be discharged from a daub outlet; the daub outlet before hanging the net is sealed by a plugboard 25;
3) when the vertical seam hanging net construction is carried out, the machine head of the automatic net hanging device is in a horizontal position, one end of the machine head is close to a wall body to be constructed, the end of the glass fiber mesh cloth is pulled out and then fixed at the bottom end of the wall body, so that the glass fiber mesh cloth roll 7 and the daub scraper 26 are tightly attached to the wall surface, then the lifting button 12 is started, and the inserting plate 25 is pulled out to open a daub outlet; in the process that the lifting device 11 drives the machine head to integrally move upwards, the glass fiber grid cloth roll 7 rotates along with the rotating shaft and lays the glass fiber grid cloth on the wall surface, and the spring pressing device 27 ensures that the glass fiber grid cloth roll is always tightly attached to the wall surface; then daub extruded from the daub outlet is coated on the laid glass fiber mesh under the action of the daub scraper 26, so that automatic mesh hanging is realized;
4) when horizontal seam screening construction is carried out, the rotary button 13 is started, the rotary motor 17 drives the machine head to integrally rotate around the axis of the rotary shaft 20 through the bevel gear transmission mechanism, and the machine head stops rotating when in a vertically downward position; one end of the machine head is close to a floor slab to be constructed, the end of the glass fiber grid cloth is pulled out and then fixed at one end of the floor slab, so that the glass fiber grid cloth roll 7 and the daub scraper 26 are tightly attached to the floor slab, then the mobile trolley is pushed, and the inserting plate 25 is pulled out to open a daub outlet; in the process that the movable trolley drives the machine head to integrally move forwards, the glass fiber grid cloth roll 7 rotates along with the rotating shaft and lays the glass fiber grid cloth on the floor slab, and the spring pressing device 27 ensures that the glass fiber grid cloth roll is always tightly attached to the floor slab; then the daub extruded from the daub outlet is coated on the laid glass fiber mesh under the action of the daub scraper 26, so as to realize automatic mesh hanging.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (10)
1. An automatic net hanging device for a concrete and masonry structure joint part is characterized by comprising a moving trolley, a lifting device, a cantilever, a machine head rotating device, a plaster mixing extrusion box and a glass fiber net laying frame; the cantilever is arranged on the movable trolley through a lifting device and can vertically lift along with the lifting device; the cement mixing and extruding box is arranged at one end of the cantilever, and a hinge structure is arranged between the cement mixing and extruding box and the cantilever and is connected through a machine head rotating device; the top of the daub mixing and extruding box is provided with a daub loading inlet, the interior of the daub mixing and extruding box is provided with a stirring device, the bottom of the outer end of the daub mixing and extruding box is provided with a daub outlet, and a daub scraper is arranged at the daub outlet; a glass fiber net laying frame is arranged above the plaster outlet and comprises 2 supporting rods and a rotating shaft, the rotating shaft is detachably arranged among the 2 supporting rods, the glass fiber net rolled cloth is sleeved on the rotating shaft and can rotate along with the rotating shaft, one end of each supporting rod is connected with the rotating shaft, and the other end of each supporting rod is connected with the plaster mixing and extruding box; under the effect of the machine head rotating device, the machine head consisting of the daub mixing extrusion box and the glass fiber net laying frame can integrally rotate between the horizontal direction and the vertical direction, and a daub outlet faces downwards when the machine head is positioned in the vertical direction.
2. The automatic net hanging device for the joint between the concrete and the masonry structure as claimed in claim 1, wherein the lifting device is an electric screw lifting device, a hydraulic lifting device or a manual screw lifting device.
3. The automatic net hanging device for the joint part of the concrete and the masonry structure as claimed in claim 1, wherein the moving trolley is composed of a trolley body and wheels, and the wheels are arranged at the bottom of the trolley body; two sides of the vehicle body are provided with lifting slide rails, and the cantilever is correspondingly provided with a slide block matched with the lifting slide rails; a plurality of control buttons are arranged on the vehicle body and comprise a lifting button, a rotating button and a stirring button.
4. The automatic net hanging device for the joint between the concrete and the masonry structure as claimed in claim 1, wherein the machine head rotating device comprises a rotating motor, a small bevel gear and a large bevel gear; a rotating motor is arranged in the vehicle body, an output shaft of the rotating motor extends out of the vehicle body and is connected with a small bevel gear, and the small bevel gear is in meshing transmission with a large bevel gear arranged in the middle of a rotating shaft and drives the rotating shaft to rotate; the both ends of rotation axis respectively with locate the fixing base fixed connection of daub mixing extrusion case both sides, rotationally be connected with the rotation seat of locating the cantilever both sides respectively simultaneously.
5. The automatic net hanging device for the joint between the concrete and the masonry structure as claimed in claim 1, wherein the stirring device comprises a stirring motor, a stirring shaft and a stirring blade, and the stirring blade is arranged at one end close to the cement outlet.
6. The automatic net hanging device for the joint part of the concrete and the masonry structure as claimed in claim 1 or 5, wherein an inserting plate is arranged at the plaster outlet, and the plaster outlet is closed or opened by the vertical movement of the inserting plate.
7. The automatic net hanging device for the joint between the concrete and the masonry structure as claimed in claim 1, wherein a spring pressing device is arranged between the supporting rod and the outer wall of the mortar mixing and extruding box for pressing the glass fiber mesh cloth on the construction surface.
8. The automatic net hanging device for the joint between the concrete and the masonry structure as claimed in claim 1, wherein the width of the fiberglass mesh cloth roll is not less than 100 mm.
9. The automatic net hanging device for the joint between the concrete and the masonry structure as claimed in claim 1, wherein the width of the plaster outlet is adapted to the width of the fiberglass mesh cloth roll, and the height is 40-60 mm.
10. An automatic net hanging method for a concrete and masonry structure joint part based on any one device of claims 1-9, characterized by comprising the following steps:
1) mounting a glass fiber mesh cloth roll with the width of more than or equal to 100mm on a glass fiber net laying frame, and ensuring that the glass fiber mesh cloth extends to concrete and a masonry structure by more than 50mm after net hanging;
2) moving the automatic net hanging device to a construction position through a movable trolley, and filling the daub into the daub mixing and extruding box through a daub filling inlet; the stirring device is started to continuously stir the daub, and the stirring device can prevent the daub from solidifying and promote the daub to be discharged from a daub outlet; the daub outlet is sealed by a plugboard before the net is hung;
3) when the vertical seam hanging net construction is carried out, a machine head of the automatic net hanging device is in a horizontal position, one end of the machine head is close to a wall body to be constructed, the end of the glass fiber grid cloth is pulled out and then fixed at the bottom end of the wall body, so that the glass fiber grid cloth roll and the plaster scraper are tightly attached to the wall surface, then a lifting button is started, and meanwhile, the inserting plate is pulled out to open a plaster outlet; in the process that the lifting device drives the machine head to integrally move upwards, the glass fiber grid cloth roll rotates along with the rotating shaft and lays the glass fiber grid cloth on the wall surface, and the spring pressing device ensures that the glass fiber grid cloth roll is always tightly attached to the wall surface; then daub extruded from a daub outlet is coated on the laid glass fiber mesh under the action of a daub scraper, so that automatic mesh hanging is realized;
4) when horizontal seam screening construction is carried out, a rotary button is started, a rotary motor drives the machine head to integrally rotate around the axis of a rotary shaft through a bevel gear transmission mechanism, and the machine head stops rotating when in a vertically downward position; one end of the machine head is close to a floor to be constructed, the end of the glass fiber grid cloth is pulled out and then fixed at one end of the floor, so that the glass fiber grid cloth roll and the daub scraper are tightly attached to the floor, then the movable trolley is pushed, and the inserting plate is pulled out to open a daub outlet; in the process that the movable trolley drives the machine head to integrally move forwards, the glass fiber grid cloth roll rotates along with the rotating shaft and is laid on the floor slab, and the spring pressing device ensures that the glass fiber grid cloth roll is always tightly attached to the floor slab; and then daub extruded from the daub outlet is coated on the laid glass fiber mesh under the action of the daub scraper, so that automatic mesh hanging is realized.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910399458.1A CN110158922B (en) | 2019-05-14 | 2019-05-14 | Automatic net hanging device and method for concrete and masonry structure joint position |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910399458.1A CN110158922B (en) | 2019-05-14 | 2019-05-14 | Automatic net hanging device and method for concrete and masonry structure joint position |
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| CN110158922A CN110158922A (en) | 2019-08-23 |
| CN110158922B true CN110158922B (en) | 2020-10-09 |
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| CN111691643B (en) * | 2020-05-06 | 2021-12-21 | 马鞍山市金韩防水保温工程有限责任公司 | Outer wall insulation material glass fiber net check cloth paving equipment |
| CN112031334B (en) * | 2020-08-13 | 2021-11-02 | 广东博智林机器人有限公司 | Net hanging equipment and net hanging method |
| CN112482594A (en) * | 2020-11-23 | 2021-03-12 | 侯金龙 | Construction process for laying heat-insulation grid cloth of building external wall |
| CN112627548A (en) * | 2020-12-07 | 2021-04-09 | 胡瀚 | Construction method for installing reinforcing structure of building flame-retardant fireproof layer |
| CN112780069B (en) * | 2020-12-31 | 2022-06-24 | 云南昆州建设工程集团有限公司 | Construction method for outer wall surface of waterproof heat-insulating wall |
| CN113276270B (en) * | 2021-06-15 | 2023-05-05 | 烟台聚通智能设备有限公司 | Automatic net hanging production process for producing aerated plates |
| CN113371555B (en) * | 2021-06-23 | 2023-05-30 | 刘军 | Handheld anti-cracking net hanging device |
| CN114232946A (en) * | 2021-12-31 | 2022-03-25 | 北京市市政四建设工程有限责任公司 | Phosphogypsum light plastering device for construction engineering |
| CN114704041B (en) * | 2022-03-24 | 2023-05-16 | 安徽工程大学 | Integrated processing device for building wall net hanging and wall plastering |
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| US3969863A (en) * | 1974-08-02 | 1976-07-20 | Alderman Robert J | Roof system |
| CN200991955Y (en) * | 2006-12-30 | 2007-12-19 | 山东鸿泰建设集团有限公司 | Composite-board slurry laying-out vehicle |
| CN104047375A (en) * | 2014-04-16 | 2014-09-17 | 中建四局第三建筑工程有限公司 | Structure for brickwork connection and construction method |
| CN104675091B (en) * | 2015-02-27 | 2017-01-25 | 王永喜 | Full-automatic high-efficiency spray coating machine and spray coating method thereof |
| CN108385949B (en) * | 2018-04-01 | 2020-04-03 | 温州伊诺韦特科技有限公司 | Building whitewashes equipment with push type material loading function |
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